PLANILLA ACUEDUCTO

U MSS-F CYT

OBRAS HIDRAULICAS I

I NG-CI VIL C ALCUL O

C IV-91 3 Univ. Guerrero I. G!""!r#o I.  A"$!r!%!& B.

DISEÑO DE ACUEDUCTO PUENTE CANAL

DATOS (.39

) *3+,

DATOS DL CANAL

=

1.((

) *

/SOLRA DL S0'O 

(.(1 2

/COFICINT D MANING

(.(( 1 ) *+*

/ 0ND INT 

_= _ =

DATOS DL ACUDUCTO

 _  = (.(1 2

/COFICINT D MANING

(.((  ) *+*

/ 0ND INT 

_ = (.2

) *

  _= 0RO0IDADS GOMTRICAS D LA SCCION 4 _=

HO'A

1

UMSS-FCYT

OBRAS HIDRAULICAS I

ING-CIVIL CALCULO

CIV-913 Univ. Guerrero I. G!""!r#o I.  A"$!r!%!& B.

HO'A



NUMRO D FROUD 9.21

)*+,

  =/√(∗ ) (.545 )* 0.309

7

1

FLU'O SUBCRITICO

O8

CALCULO LONGITUD D TRANSCION 1.((

)*

(.2(

)*

.5

:

 _=(_−_)/ (2∗tan )

0.2414

1

)*

(

/USAR

0RO0IDADS GOMTRICAS D LA SCCION 3

  =++ ^2/2

NTR SCCION 3 Y 4

    _4=_3+ℎ   

0.9112 )*+,

UMSS-FCYT

OBRAS HIDRAULICAS I

ING-CIVIL CALCULO

CIV-913 Univ. Guerrero I. G!""!r#o I.  A"$!r!%!& B.

  =/√(∗

HO'A

3

)

NUMRO D FROUD

  =     

0.3977

7

1

9.21

FLU'O SUBCRITICO

)*+,

(.535 )*

O8

0RO0IDADS GOMTRICAS D LA SCCION 

   _(3−2)∗_ +_2+ (_2^2)/(2 ∗) =_3+ (_3^2)/(2 ∗)+ ((0.7937 ∗_∗ (_2 +_3 ))/ (_2 +_3 )^(2/3) )^2∗L

(.39

)*3+

(.2

)*

(.(( )*+* 3(

)*

(.535 )* (.=35

>

(.=35

OK!

(.911 )*+, (.91= )*+, (.23 )*

UMSS-FCYT

OBRAS HIDRAULICAS I

ING-CIVIL CALCULO

CIV-913

   _(1−2) (_2^2)/(2 ∗) Univ. Guerrero I. G!""!r#o I.  A"$!r!%!& B.+_1+(_1^2)/(2 ∗) =_2+ HO'A 4 +_!∗((_2^2−_1^2)/(2 ∗))

0RO0IDADS GOMTRICAS D LA SCCION 1

=∗  (.52

>

OK!

(.52

 =/A

(.39

)*3+

1.((

)*

CALCULO D VLOCIDAD (.((1 )*+*

  =/√(∗

)

(.53 )* (.<(4 )*+,

  =

(.<(4 )*+,

(.91= )*+, NUMRO D FROUD

    

(.3

)6!;

(.554 /i6er!r (.3(

ℎ 〗_#$!%= _1−_2 〖 ℎ〗 〖

&_'%%= UMSS-FCYT

OBRAS HIDRAULICAS I

ING-CIVIL

&_' 20=

CALCULO

CIV-913 Univ. Guerrero I. G!""!r#o I.  A"$!r!%!& B.

CALCULO STRUCTURAL DATOS 4((

)8$+*3

61

>

(.15

)*

1(((

)8$+*3

6

>

(.15

)*

? >

(.=

)*

;

>

(.2

)*

?1 >

(.45

)*

;1

>

(.5

)*

CARGAS 0SO 0RO0IO

>

=1.(( )8$+*

CARGA VIVA

>

5.(( )8$+*

SOBRCARGA

>

((.(( )8$+*

>

1(3<.(( )8$+*

CARGA TOTAL

HO'A

5

 =

  =     

 _ =  _ =



0.04 2 0.04 0



 =

0.03 0 0.04

! 

0

0

12.00

10.00

8.00

6.00

4.00

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

SECCION

VALOR CALCULADO

VALOR CALCULADO

MANUAL

HCANAL

  _4=

0.545

  _3=

SECCION

VALOR CALCULADO

VALOR CALCULADO

MANUAL

HCANAL

0.545

 _4=

0.7156

0.7156

0.535

0.5349

 _3=

0.9112

0.9114

  _2=

0.532

0.532

 _2=

0.9164

0.9164

  _1=

0.554

0.556

 _1=

0.704

0.7014